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I I I <br />- <br />I I tf T.') I} D', TD IT ID T I I I <br />p-y curves are cotnpuled using pil,e dianeter val,ues <br />the length of the pj,1e. A sumnary of valu€s of pile <br />Po rnt <br />No. <br />Depth Belo$ <br />Pi Ie Head <br />fee t <br />Pile <br />Diameter <br />i.nches <br />0. 000 <br />60. 000 <br />16.0000 <br />16.0000 <br />Pile diameters used fo! p-y curve conputations are <br />2 <br />lnput Structural Properties for PiIe Sections <br />Pi Ie Sectron No. I <br />16-Inch_ER Driwen. Ipgo <br />defined using 2 points. <br />inEerpolated lrith depth over <br />diameter vs. depth follows. <br />Section 1is a square prestressed concrete pile <br />Length of sectlon <br />Pi 1e wldth <br />Corner Chanfer <br />shear capacity of section <br />60.000000 ft <br />16. 000000 in <br />1. 000000 ln <br />0. 0000 lbs <br />Cround SIope and PiIe Batter Angles <br />Ground Slope AnqIe <br />Pi Ie Batter Angle <br />0.000 degrees <br />0.000 radians <br />0.000 degrees <br />0.000 radians <br />Soil and Rock Layering Information <br />The soil plofi.Ie is modelled using l0 layers <br />Layer I is sand, p-y crrteria by Reese et aL., 1974 <br />Dislance from top of pile to top of laye! <br />Distance from top of pile to bottom of layer <br />Effective unit r,reight at top of laye! <br />Effective unit weight at botton of layer <br />Friction angle at top of laye! <br />Eriction angle af, bottorn of layer <br />subgrade k at top of layer <br />Subgraale k at bottom of laye! <br />0.0000 <br />2. 000000 <br />115.000000 <br />115.000000 <br />30. 000000 <br />30. 000000 <br />0. 0000 <br />0. 0000 <br />ftfrpcf <br />pcf <br />deq <br />degpci <br />pci <br />NOTE: DefauLt values for subgrade k i{rll, be computed for this layer <br />Layer 2 is sEiff clay without free water <br />Page 3